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WS-14-782Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: �� NE Cx0erv2 FBC 20 ROOFING City: Miami Shores County: Folio/Parcel #: - �Z0(0- 0 \1",2.,.t-t0 Miami Dade Zip: .'S Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): '�. Wit`%" 6`en Phone#: Address: 19S-7 N E 4 azetwe, iik0.1 City: /iictYvt 1 ores State: FL- Zip: 3313e Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: }4i jlteria 61,/ielolOt,J.3 o�Q.). be Q .S Phone#: 9S4 7$Z IIGO Address: 1477 S. ° )k Xte. h W i City: PO r b, c 0.:.CV‘ State: FL.- Zip: 35C Qualifier Name: 1110104.1 QY1cc.r 'j Phone#: State Certification or Registration #: Vas CGt C.- I SZ(39 L1' Certificate of Competency #: Contact Phone#: ' Phone*: 61.54 78Z-, 710-e, Email Address: 1�iC��nerckt,�►`C\c90t.osQ cc�'cv,c „%i.r�ei DESIGNER: Architect/Engineer: Cc,.- +er,,f ) Phone#Fts 77t-( (.771 Value of Work for this Permit: $ i l6.Il Cat.) Square/Linear Footage of Work: Type of Work: ❑Addition O'lteration ❑New ORepair/Replace ❑Demolition Description of 'Work: SIVell ONACI icy stest.a i ..th e...>t`c4ca(.,,.a.s v�.c5. a,,, S Vol 0triVi\sy . 1 e poi M C' } Li &,,,,,e,1 p cbel r S , Z t.. AN, .1 N. Color thru tile: ************** * * ** x* **********+x******** Fees * * ** x***** *********** ***** * **+x+x************* Submittal Fee $ , 5 C �©� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ` 1:)q • go Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. Signature 0 er o`'gent The foregoing instrument was acknowledg before me this The foregoing instrument was acknowledged bef(Mcv*, me thi l� day of tl ` , 20 I U1, by U 1 I , 20 by 01 l I t2 day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY P LIC: * * * * * * * * * * * * ****** ********a ** APPROVED BY who is personally known to me or who has produced as identification and who did take an oath. LI NOTARY P Sign: Print: My Commission .. .............................................................. 4, Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. t/ COPY OF QUALIFIER'S STATE LIC CARD B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. t/ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 1`\V‘E;`c\eS1 L j \ ws t3 BUSINESS ADDRESS: 1Lt7 \j- CITYVocv<xnQ -ems STATE -- ZIP CODE .3�C© BUSINESS PHONE: (1 94 )'Z 77(2) FAX NUMBER (��( ) (' 53(9 CELL PHONE ( ) QUALIFIER'S NAME: I 610-e\ OCC.CA( '∎.1 QUALIFIER'S LIC NUMBER: C G C.- IS Z Off. 4. E -MAIL ADDRESS (IF APPLICABLE): k 1ikef \clou'c\cle"g®cor^co- s *.c� -c�C Created on 3119109 BY MLDV 1 RV 3126109 MLDV 15 12 03'51a A #6.435235 STATE 954,208-0456 rATED 1./16 TX DATE 21643 coa 5 a :2014•:- • • :ar• 1.4 ai"T a Pit", ft, 1"0 LC .174 33471 LAV A$ AV:WRED S'Y LAW VIEKIN a" A °° . - CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL. INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). OP ID: CT DATE (NMIDDiYYYY) 04116/14 PRODUCER INNOVATIVE INSURANCE CONSULTANTS, INC. 5461 UNIVERSITY DRIVE, 4103 CORAL SPRINGS, FL 33067 BRIAN J. MAMO 9547340 -9551 954-340-9456 CONTACT ' NANI& (NC PHONE Eatt: ADDRESS: I (AX NCC, Nor. PRID#: HIGH E -2 INSURER(S) AFFORDING COVERAGE NAIL 0 INSURED HIGH END IMPACT WINDOWS & DOORS, U-C HIGH END WINDOWS & DOORS, LLC 1472 S. DIXIE HIGHWAY POMPANO BEACH, FL 33060 INSURER A :ASSOCIATION INSURANCE CO. INSURER s : LLOYD'S OF LONDON - PU INSURER C 11240 INSURER D : INSURER E : INSURER F : . COVERAGES d;CltI it. ILiPlnEnuIWID,-i ; _________ - INDICATEEDD. CNOTWITHSTANDINPOLICIES ANNYY REQUIREMENT, INSURANCE LISTED OAR BELOW 7 ION HAVE BEEN C $NTRRACT OR OTHER DOCUMENT WITH RESPECT POLICY PERIOD I CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID Q� TM TYPE OF INSURANCE IDDI. 1AND POLICY NUMBER (OUC YYYY) 11/06/13 tCLLAIIMMS. jM wMT • i *1 LIMITS 11106/14 EACH OCCURRENCE $ - 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIaBILITV OCCUR • C,LP0138681 -01 ART & NONCONTREUTORY • DAMAGE'FO RENTED ' PREbA13ES lEa r $ 300,000 X NIEDD EXP (My one pew) $ 10,000 1 CLAIMS -MADE I X PERSONAL & ADV INJURY $ 1,000,000 X BLKT ADDL.INSD GENERAL AGGREGATE $ 2,000,000 X BLKT WAVER PRODUCTS -COMPIOP AGG $ 2,000,000 GEM —1 AGGREGATE APPLIES PER $ pMKT POLICYIGAAIraw I ILOC • AUTOrIOSRE LWB&JTY • ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ _ __, BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Perecoldem7 $ $ — UMBRELLA LIAR EXCESS LIAR EXCESS — OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE. $ — $ DEDUCTIBLE RETENTION $ $ A WORKERS AND ANY (Mandatory DESCRIPTION COMPENSATION EMPLOYERS' LIABILITY PROPRIETOR/PARTNER/EXECUTIVE YT NB H) EXCLUDED? I OF OPERATIONS below NIA CVW102349 -02 04/26/13 04/25/14 l X ITWOSTATUU- X.l 10N- EL, EACH ACCIDENT $ 1,000,000 EC. DISEASE - EA EMPLOYEE $ 1,000,000 El. DISEASE - POUCY LIMIT $ 1,000,000 B PROPERTY BLDG 270,000, RCV PU112828 80% COINS, $8000 DED 12/30113 12130/14 5% W&H DED DESCRIPTION GENERAL 954- OF OPERATIONS I LOCATIONS I VEHICLES (Atlaeit AGGRO 101, Additional Remarks Schedule, If more space Is required) CONTRACTOR / LXC.9 CGC1520948' 366 -5369 CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33132 ACORD 25 (2009109) MIAMt-6 SHOULD ANY OF THE ABOVEDESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 7/Z ? 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD COUSPICUOUSLY IN YOUR CE nue Rscan MUST es POSTED 1�iA�t Tits lotted tor the pdvilege Your non-mbubdory In astute. and requtremerds. Uhl Business Test +a The business Is sold, Wetness name has changed or you have business loceann. This rivelat does not !Suavest Sot Ithe larshvass Is legal or *4 it Is to compliance vAni gate or tool hos and felPiatims. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211004 Permit Number: WS -4 -14 -782 Scheduled Inspection Date: July 11, 2014 Inspector: Rodriguez, Jorge Owner: GAY, DAVID L & CHRISTIE FUQUA Job Address: 9957 NE 4 Avenue Road Miami Shores, FL 33138 -2439 Project: <NONE> Contractor: HIGH END WINDOWS & DOORS LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060171240 Phone: (954)782 -7100 Building Department Comments SUPPLY AND INSTALL IMPACT WINDOWS AND DOORS FOR 8 OPENINGS 1 GARAGE DOOR 4 ENTRY DOORS 3 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 10, 2014 For Inspections please call: (305)762 -4949 Page 4 of 24 OP ID: KG A �,0' "- CERTIFICATE OF LIABILITY INSURANCE �"�`117/14YY) 04117/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 9544404551 INNOVATIVE INSURANCE 854- 340 -945G CONSULTANTS, INC. 5461 UNIVERSITY DRIVE, 0103 BRRIAANLJ SPRINGS, ' FL 33067 REACT } I FAX ialc°N tAIC. No): EMAIL ADDRESS: PRODUCER ID #: HIGHE -2 INSURER(S) AFFORDING COVERAGE NAIC # INSURED HIGH END IMPACT WINDOWS & DOORS, LLC HIGH END WINDOWS & DOORS, LLC 1472 S. DIXIE HIGHWAY POMPANO BEACH, FL 33060 INSURER A: ASSOCIATION INSURANCE CO. 11240 INSURERS: LLOYD'S OF LONDON - PU INSURER c' 11/06/13 INSURER D EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : pAMAGE TO RENTED PREMISES rEa axunrertce} B REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE. LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1}gR I TR TYPE OF INSURANCE ADDL INSR SUER 4WD PRICY NUMBER POLICY EFF IMMIDDPITYY) POLICY EXP (MJNDDIYYYY} LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR GLP0138581 -01 PRIMARY & NONCONTRIBUTORY 11/06/13 11/06/14 EACH OCCURRENCE $ 1,000,000 X pAMAGE TO RENTED PREMISES rEa axunrertce} $ 300 000 � 1 CLAIMS -MADE X MED EXP (Any ate person) $ 10,000 X BLKT ADDL INSD PERSONAL & ADV INJURY $ 1,000,000 X BLKT WAIVER GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: fiLOC PRODUCTS - COMPIOP AGG $ 2,000,000 —I POLICY I�IYR- $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS VIREO AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT BId $ BODILY INJURY (Per pin) $ BODILY INJURY (Per occident) $ PROPERTY DAMAGE (Per accident) $ $ — $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ — _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� OFFICER/MEMBER EXCLUDED? (Mandatory In NH) Eyes, deaaccribe under DESCRIPTION OF OPERATIONS below NIA WCV0102349 -03 04/25114 04/25115 WC STATU 0TH - X TORY LIMITS X I ER E.L EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY UNIT $ 1,000,000 B PROPERTY BLDG 270,000, RCV PU112829 90% COINS, $5000 DED 12/30113 12/30114 5% W &H DED DESCRIPTION OF OPERATIONS I LOCATIONS 'VEHICLES ACORD 901, Additional Remarks Schedule. Winona apace in required) GENERAL CONTRACTOR / LIC.# CGC1520948 954-366-5369 CANCELLATION I MIAMI -8 MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33132 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE :+ % ACORD 25 (2009/09) ©19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1472 S. DIXIE HWY, POMPANO BCH, FL 33060 • RECEIVED EMAIL; HIGHENDVVINDOWS@COMCAST.NET • OFFICE; 954-782-7100 APR 17 2014 FAX; 954-366-5369 11/ MEND IMPACT WINDOWS & DOORS BY: C Job Address GAY, DAVID - 9957 NE 4TH AVENUE RD. MIAMI SHORES, FL 33138 OPY LIC # 09-G-15171-X City of Miami Shores Village WINDOW/DOOR SCHEDULE WINDOWS/DOORS SPACING MU WON BARS EDGE & O.C. SHUTTER 192 X 90 +48.01.52.0 +38.1 / -48.1 12-0110.08 NA 1/4 ELCO 2 3 28 X 38 54 X 38 +80.01-90.0 +80.0 / -90.0 +42.6 1.57.0 +42.6 / -57.0 14-0107.08 14-0107.08 A 7/16 1/4 ELCO A 7/16 1/4 ELCO 4 37 X 51 5 32 X 80 +80.0 / -90.0 +70.01-70.0 +42.6 / -57.0 +42.6! -57.0 14-0107.08 FL4434.1 A 7/16 1/4 ELCO 6, 93/8 6, 9 3/8 6,9 3/8 5 1/2, 10 3/8 5 1/2, 10 3/8 NA 3/16 IrAl TAPCONS 3, 6 5 1/2, 10 3/8 3, 6 6, 9 3/8 6, 9 3/8 6,9 3/8 N N N N N N 3,6 N N 6 32 X 81 7 32 X 81 +75.01-85.0 +75.0/-85.0 +42.6 / -57.0 +42.6 / -57.0 12-0208.03 12-0208.03 A 7/16 1/4 ELCO 5,13 3 112, 11 A 7/16 1/4 ELCO 5,13 3 1/2, 11 6,13 5,13 N N 8 37 X 85 +75.01-85.0 +42.6/-57.0 12-0208.03 A 7116 1/4 ELCO 5,13 3 1/2, 11 5,13 N 4 FRONT DOOR 8 1 2 3 PERMIT #: Miami S ores Village APPROVED ZONING DEPT BLDG DEPT Way Age DATE -" _oq SUBJECT 1-0 CCMPUANCE WITH FEDERAL STATE ANo CCIMif RULES AND REGULATIONS 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 "1 Mean Roof Height Tributary Area (sq. ff) (tt) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 16 - 43.4 - 42.4 -41.6 - 41.1 - 40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 17 - 44.0 -43.0 - 42.2 - 41.6 -41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44.6 - 43.5 -42.8 - 42.2 - 41.7 - 41.3 - 40.9 - 40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 ,� - 45.1 - 44.0 - 43.3 - 42.7 - 42.2 -41.8 -41.4 - 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 - 45.7 - 44.6 -43.8 - 43.2 - 42.7 - 42.2 -41.9 - 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 24 - 46.2 - 45.0 - 44.2 - 43.6 -43.1 -42.7 - 42.3 -42.0 -41.7 26 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 28 - 47.1 - 45.9 -45.1 - 44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 - 45.3 - 44.8 - 44.4 - 44.0 - 43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 32 - 48.8 - 47.6 - 46.8 -46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 - 49.5 - 48.3 - 47.5 -46.8 - 46.3 - 45.8 - 45.4 - 45.1 -44.8 30 46.3 -50.3 45.1 - 49.0 44.3 -48.2 43.6 - 47.5 43.0 - 47.0 42.6 - 46.5 42.2 - 46.1 41.8 - 45.7 41.5 -45.4 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 - 49.7 -48.8 - 48.2 - 47.6 -47.1 - 46.7 - 46.4 -46.0 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 -49.5 - 48.8 - 48.2 - 47.7 - 47.3 - 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 -50.1 - 49.4 - 48.8 - 48.3 - 47.9 - 47.5 -47.2 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 - 49.9 - 49.4 - 48.9 - 48.4 -48.1 -47.7 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 - 49.9 - 49.4 - 49.0 - 48.6 -48.3 52 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 56 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 - 49.6 -49.2 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 I DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 5')` CATEGORY5 Engineering Services, inc. 1600 S. Federal Hwy Ste 207. Pompano Beach FL 33062 (954) 784 -6991 Tel / (954) 78t -5708 Fax I Info@c5es.com / CA #25854 [Mean Rogf l. Height Tributary Area (sq. ft) 1 (ff) 7 C 15 20 25 30 35 40 45 --50 15 40.1 -53.6 39.0 -51.5 38.2 -50.0 37.7 - 48.9 37.2 - 47.9 36.8 - 47.1 36.4 - 46.4 36.1 - 45.8 35.9 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 -55.1 40.0 -52.9 39.3 -51.4 38.7 -50.2 38.2 - 49.2 37.8 - 48.4 37.4 - 47.6 37.1 - 47.0 36.8 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 - 48.2 - 47.6 -47.0 19 42.1 -56.4 41.0 -54.1 40.2 -52.6 39.6 -51.4 39.1 -50.4 38.7 - 49.5 38.3 - 48.8 38.0 - 48.1 37.7 -47.6 ,� 042.6. 41.4 40.6 40.0 39.5 39.1 38.7 38.4 '38.T (3Z0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48,1 43.4 42.3 41.5 40.8 40.3 39.9 39.5 392 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 -49.0 24 44.2 -59.2 43.1 -56.9 42.2 -552 41.6 -53.9 41.1 -52.9 40.6 -52.0 40.2 -51.2 39.9 -50.6 39.6 -50.0 26 45.0 -60.2 43.8 -57.8 42.9 -56.2 42.3 -54.9 41.8 -53.8 41.3 -52.9 40.9 -52.1 40.6 -51.4 40.3 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 - 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 47.6 46.3 45.4 44.7 442 43.7 43.3 42.9 42.6 - 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 - 64.5 - 61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 - 652 - 62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 - 65.9 -63.3 - 61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 - 67.3 - 64.6 -62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 - 68.5 - 65.8 - 63.9 - 62.4 - 61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 -69.7 50.7 -66.9 49.7 -65.0 48.9 -63.5 48.3 -62.2 47.8 - 612 47.3 -60.3 46.9 -59.5 46.6 -58.8 56 52.9 -70.8 51.5 -68.0 50.5 - 66.0 49.7 - 64.5 49.1 - 63.2 48.5 - 62.2 48.1 -61.2 47.7 -60.4 47.3 -59.7 53.6 52.2 512 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 - 69.0 -67.0 - 65.4 - 64.1 - 63.1 - 62.1 - 61.3 -60.6 G neral Notes I These tables list allowable pressures (W,,,d), given as 0.6 *W„a, where W,4t is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent Er FL ULTIMATE WIND SPEED (mohl = 175 EXPOSURE CATEGORY = C Tables are valid for the followina conditions only. 1 Wind Speed, (V,y 3- second gust) = 175 mph 2 Risk Category: B (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor(KA): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. _ 7 Enclosed Building: Gcpi = 0.18 Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case° design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a° from a building corner, the opening shall be considered in an Interior Zone (4). 7 Distance 'a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department Digitally signed by Emna T. Mellinger, P.E. FL 50049 Date: 2013.05.21 15:26:52 - 04'00' Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal MIAMI•DADE COUNT:`( DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows LLC 601 NW 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11115/13, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE. IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 12- 0321.02 and consists of this page 1 and-evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www miamidade.gov /economv NOA No. 14-0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 Page I T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09- 1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04- 0120.01) E -1 Manuel Pe ' .E. Product Control er NOA No. 14-0107.08 Expiration Date: • May 13, 2019 Approval Date: February 20, 2014 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window ()COX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, revised and updated to FBC -2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA #09- 1110.02) 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol® S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated November 18, 2013, issued by Al- Farooq Corporation, signed and sealed' by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0321.02) E -2 Manut Perez, Product Control am i er NOA No. 1 i 7.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA #09 1110.02) 4. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09- 0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 - 13/03, both signed and sealed by Edmundo Largaespad'a, P.E. (Submitted under NOA No 04-- 0120.01) G. OT1IJ RS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 05/13/14 and expiring on 05/13/14. E -3 Manuel Per¢z,'P Product Control E er NOA No. 14-0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 3/18° ANN. GLASS 090° Interlayer SaRex Clear And Color Glass By 'Eastman Chemical Co.' 3/16° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 7/18' OVERALL GLASS TYPE 'A' 3/16° HEAT STREN'D GLASS 120" lnterloyer Uvekol S Ely 'Cytec Industries, Inc.' 3/18' HEAT STREN'D GLASS .090' Intedayer DuPont SentryGlas By 'E.L DuPont De Nemours & Co., Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16° HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 1/2° OVERALL GLASS TYPE 'C' 7/18" OVERALL GLASS TYPE 'B' 3/18' ANN. GLASS 120" Interloper lhrekol S By 'Cytea Industries, Inc.' 3/16° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 1/2' OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 8O$ ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEt.fS t & 2. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4° AIR SPACE 1/8° ANN. GLASS .090° Interloper Wax Clear And Color Glass By 'Eastman Chemical Co.' 1/8° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 11/18' OVERALL INSUL. GLASS TYPE 'E' ADOL ANCHOR REGD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS IMO MASONRY FALSE MUNTNS) (SURFACE MAY BE USED 74" MAX. WINDOW WIDTH 9 3/8° MAX. O3° — PSF SMALLER 6" HEAD SILL I I GLASS TYPE 'C' GLASS TYPE 'D' __F___4__ —.y --- - - -_,#.- II 11 II / II -r-- -?F - -- 1�--I� II v jj n -- - ^1L____nr_ II O I' 11 I; Ii II II -_Ij__ - -A I1 /' 11 ___7c_ -- Mf !I 2 .i __3� ,i 0 II ,I 11 I1 -- .7 O DT.( +) INT.( —) EXL( +) INT.( —) 80.0 90.0 37 1/2° VENT WIDTH TYPICAL ELEVATION 8° MAX. HEAD /SILL CORNERS CO m MAXIMUM DESIGN FOR SIZES AU UK UA 019CD LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE '8' Exr.( +) 1NT.( —) Exr.( +) INT.( —) EXL( +) INT.( —) DT.( +) INT.( —) EXL( +) INT.( —) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. WADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (1NH4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engel JANrD Ai1MAD FLA PE i 70582 CAN. 2VA PRODUCT REVISED en yisg with aFlorida Building Code Acceple:we No ON Won Date i e. By L/ gar NadaetCooke! 0 a 8 8 I 4 B d .8 0 0ta 00 drawing no. W08 -81 sheet 1 of 7 ADDL ANCHOR REDO. FOR INSTAUATIONS INTO WOOD STRUCTURES OR MU WOOD BUCKS INTO MASONRY FALSE RUMENS (SURFACE MAY U� 111° MAX. 8" MAX. HEAD COR FIRS I. I II I / iI t / .....,,T....7,... 'I i> ii {I n _ IL...__JL__ I' O u \ \,� 56 3/4' crsr_�r __ g c -- II II t I / 11 1 ./ I i ===a= = ==4L ___ I tl I �ii 1 II __JL -_.. JI. -_ u I 'I 1 I Lfi EXT.( +) INT.(-) EXT.( +) 1NT.(-) 111EM MEE 32 7/8" O.L. OPG. 37 5/8" VENT WIDTH D.L OPO. D.L. OPO. 37 5/8" ADDL ANCHOR REDD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY 111" MAX. FALSE /AUNTIES (SURFACE MAY USED to / 0 VENT WIDTH /WA aa6La MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C GLASS TYPE 'E' EXT.( +) INT.(-) EXT.( +) 1NT.(-) EXT.( +) INT.( -) EXT.( +) INT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO *80.0 PSF WINDOW WIDTH 14 rSAL 3" 3" I 2 •1, TL _ Ir- 1 YI'I- at tl Ii Ii ii 8" MAX. HEAD /SILL. CORNERS TYPICAL ELEVATIONS 24 5/8" 50" MAX. D.L OPG. 29 1/4" VENT WIDTH DL OPG. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 1NT.( -) EXR.( +) I NT.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Er9r. PAD AHEAD CAW. RA. OAK 353 4i NOV Z:.1 2M3 24 5/8" DL OPO. 29 1/4" VENT WIDTH PRODUCT REVISED complyhtsWlth thoPIorlda Banding Coda Acceptance No ion Date q :mu 4E 10 i0 `o 0 I 9 01 04 13' ti a_ b 8 drawing no. W08 -81 (shoat 2 of 7 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE FOR SPACING d10 PER X g6/1: PH SMS S rtAUAC -DAOE COUNTY APPROVED II MULUON & MULLION ANCHORS 11 SEE SEPARATE NOA II JI L— 4" LONG WIND LOAD CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS; ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; W1 n 1- 1/4 ".X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8° FROM EACH END AND AT MIDSPAN W2.= 1 -1/4° X 1/4° WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 = 2° LONG WEEP NOTCH AT EACH END W4 = 1° LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CUP ADAPTER TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE MEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY 1/4° TENS OR SELF DTNLLNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 0.105° MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 614 SMS OR SELF DRILLING SCREWS (GRACE 2 CR8) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'a = 3000 PSI MIN. C-80 HOLLOW/FILLED BLOCK AT JAMBS rm ■ 2000 PSI MIN. 8 Env: 41VAD NOM COAL RA. PE 70502 CLAN. 3.35 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED e9 mmydyin8 with IIwPIe idv Building Cede Acceptance No EN 'ration Date .it-?71Si! WI W2 v • . TYPICAL ANCHORS 3 PER CUP BMitm i •0 0 Snowing no. WO8 -81 sheet 3 of 7 XOX LAYOU'1 MIAMI -DAOE COUNTY SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1k EXTERIOR WINDOW WIDTH I WINDOW WIDTH SCREENS OPT. VENTS WITH. SPRING LOADED LATCHES Encr. JAVAO A�iNAD s52 °"p' PRODUCT REVISED as complying with tit Florid* &Ming Oacte • °' Expiration Data • the `0 a a 8 a U 0 a is I drawing no. { W08 -81 sheet I/4' SHIN 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPCCAI. ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE l/4' SHIM WOW BUCK OR SIRUCIUR� t /4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPR,D MULLION SEE SEPARATE NOA PRODUCT REVLSED complying with the FMde 1W.. ding Code Aif*eplmne No Expiration Dale ..FfiPY•� EXTERIOR WINDOW WIDTH WINDOW WIDTH drawing no. W08 -81 (sheet 5 of 7J 2.41.878 37 1.425 FRAME HEAD TOP & BOTTOM RAIL .760 .125 0 WIND LOAD CUP SILL TRACK JAMB STILE .125 1.000 0 MTG. STILE REINF. FRAME SILL TOP MEETING STILE .500 .1071— .125 1.000 0 FIX. STILE REINF. 1298 .849 1.235 .082 12 VENT LATCH ITEM PARE F QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMAR%9 1 1M -13D 1 FRAME HEAD 8083 -T8 - 2 TM -1338 1 FRAME SRI. BASE 6083 -TB - © © EN EI in 9A TM -134 111-132 TM-131A 1 FRAME SILL TOP 8083 -T8 - AS REOD. FRAME JAMB - VENT 6083 -T8 - AS REDD. FRAME JAMB - FIXED Enzzi " I A i - TM -138 TM-138 WILE TM -137A Man MEM. ®' 1/ VENT 1/ VENT TOP AND BOTTOAI RAIL - JAMB STILE = - MEETING STILE II=1 l FIXED STILE (SPRING LOADED LATCH) 6083 -T9 - FIXED STILE (SWEEP LATCH) 6083 -T8 - 10 TM -136 1 SILL TRACK INSERT 8063 -T8 - I I TM -138 1 SILL CUP ADAPTER, 12' LONG 6083 -18 AT MTG. STILE LOCATION 12 1M -118 1/ VENT SPRING LOADED VENT LATCH, 3 -1/8' LONG 8083 -T8 AT MID SPAN 12A - 1/ VENT ME AWC SWEEP LATCH - AT MD SPAN 128 j8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH EMS , 13 TM -141A AS REDD. GLAZING BEAD (LAMINATED GLASS) 6063 -T8 - 13A TM -181 AS ROOD. GLAZING BEAD (9151X,. LAM. GLASS) 8063 -T8 - 14 1M -154 AS REOD. WIND LOAD CUP, 4" LONG 6083 -T8 - 15 18 - - ® 2/ STILE MEETING STILE REINFORCING - FIXED STILE REINFORCING 6063 -T9 - 17 W31225 AS REOD. FIN SEAL SWIMMING (.270' X .220' HIGH) WOOL - 18 W43371 AS ROOD. FIN SEAL W'SUIPPING 087" X .370' HIGH) WOOL - _ W43201 AS REGD. FIN SEAL 6'STRIPPING (.187' X .200" HIGH) 1110E - P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2' X 1 -7/16' LONG — VENT ROLLER HOUSING & GUIDE AT EACH END 22 23 - #12 X I' a 2/ CORNER VENT ROLLERFHEEL o - FRAME ASSEMBLY SCREWS - P.H. PHILLIPS EMS 24 #10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS ®0in= mN:3M 27 111-151 AS REOD. VENT LATCH SPRING ST. STEEL - FIN SEAL W'SIRIPPING (.187' X .175' HIGH) WOOL - 1 SILL RISER 6083 -T8 - FRAME JAMB — VENT .875 O FRAME JAMB — FIXED SILL RISER Engr. VAO AHWAD PRODUCT REVISED CND. asooary8 >'tnRWHfiLBeFlod68 F1A PE 3 38 Acceptance ce N CAN. M.,38 AcceptatHa No r - ,y Q, 6s Bs, anion Date ;;RTI�O 6. l7 / j Miami •ado Control( 9 V l 2 8Q 0 S 8 g� 9 a 2 2 ; S O C .1 i drawing no. L W08 -81 (sheet 6 of 7� I 2.312 - 2.312 055 .055 .435. .183 �..._1.OW 1.375 L � .862 .840 a —� .� .600 1.437 1.237 D l .0001.237 NE_ 1. .923 - yj —T 4.923 1.750 1.750 13 GLAZING BEAD ® GLAZING BEAD O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSHL LAM. GLASS) FRAME JAMB — VENT .875 O FRAME JAMB — FIXED SILL RISER Engr. VAO AHWAD PRODUCT REVISED CND. asooary8 >'tnRWHfiLBeFlod68 F1A PE 3 38 Acceptance ce N CAN. M.,38 AcceptatHa No r - ,y Q, 6s Bs, anion Date ;;RTI�O 6. l7 / j Miami •ado Control( 9 V l 2 8Q 0 S 8 g� 9 a 2 2 ; S O C .1 i drawing no. L W08 -81 (sheet 6 of 7� I VENT TOP CORNER 14..,4Eut 1• PH. SMS. Y SCREWS VENT BOTTOM CORNER FIXED MTG. RAIL TOP CORNER (2) #10 ASSEMBLY SCREWS FIXED MTG. RAIL BOTTOM CORNER• • 6yr.: 4/3/2014 . Bus'nes Protessi Regulation Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stets &Facts I Publications FBC Staff I BCIS Site Map ( Links I Search Product Approval It: Public User Product Approval Menu > product or Aoolication Search > Aonlication List > Application Detail FL # FL4334 -R6 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Masonite International Address /Phone /Email 1955 Powis Road West Chicago, IL 60185 (615) 441 -4258 sschreiber@masonite.com Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification. Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes 0 No O N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 c.........�.....s Dw..A..wFa. httpsJ /wwwfloridatulild'ing.org /pr /pr app dlaspQpararrFwGEVXQwtDgttSMGyogTunPuaFIwHGK %2fQSqN%2b37K6SM %3d 1/3 4/3/2014 Florida Building Code Online oumuuas r vi 11-113111111111..l3 FL # Model, Number or Name Description 4334.1 Fiberglass Side - hinged Door Units - Impact Rated 6' -8° Opaque I/S and 0/S Single Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/ -70.0 Other. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWGMA- FLO120 -05 for additional information. Certification Agency Certificate FL4334 6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A.ndf Created by Independent Third Party: Yes 4334.2 Fiberglass Side - hinged Door Units - Impact Rated 8' -0° Opaque I/S and 0/S Single Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.02. PDF Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04 /30/2015 Design Pressure: +70.0/ -70.0 Installation Instructions Other Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO121.ndf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 3' -0" x 8' -0" max nominal size. FL4334 R6 AE 503A.pdf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party: Yes DWG- MA- FLO121 -05 for additional Information. 4334.3 Fiberglass Side - hinged Door Units - Impact Rated 8' -0° Opaque 0/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.02.PDF Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/ -50.5 Installation Instructions Other. Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO121.odf Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12' -0° x 8' -0" max nominal size. FL4334 R6 AE 501A.pdf Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes DWG- MA- FLO121 -05 for additional Information. 4334.4 Fiberglass Side - hinged Door Units - Impact Rated 8' -0° Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/ -50.5 Installation Instructions Other. Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO121.ndf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12' -0° x 8' -0° rrrax nominal size. FL4334 R6 AE 501A.odf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party: Yes DWG- MA- FL0121 -05 for additional information. 4334.5 Fiberglass Side - hinged Door Units - Impact Rated 6' -8° Opaque 0/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -50.5 Other. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO120 -05 for additional Information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes 4334.6 Fiberglass Side - hinged Door Units - Impact Rated 6' -8" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF https ://www.floridabuilding.arg /pr /pr app dtl. asp: QpararrFwGEVXQwtDgt tSMGyigTunPuaFIwHGK %21QScp %2b37K6SM %3d 2/3 4/3/2014 Florida Building Code Online Appraveu law ua;e uut na nvnc: T es Impact Resistant Yes Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system is NOT required. See anchor detail DWGMA- FLO120 -05 for additional information. atuduar Aeusuranan a.unardca c�aprrauun �raan 04/30/2015 Installation Instructions FL4334 R6 II FLO120 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.Ddf Created by Independent Third Party: Yes 4334.7 Fiberglass Side - hinged Door Units - Impact Rated 8' -0° Glazed I/S and 0/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30 /2015 Design Pressure: +50.0/ -50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0123.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as detemined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12' -0° x 8' -0° max nominal size. FL4334 R6 AE 501A.odf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party: Yes DWG- MA- FL0123 -05 for additional information. 4334.8 Fiberglass Side - hinged Door Units - Impact Rated 6' -8° Glazed I/S and 0/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60.0/ -60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system is NOT required. See anchor detail DWGMA- FL0122 -05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.03.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0122.0df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes 'Back! Nextl Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 State of Florida. :: privacy Statement :: Aaessibllity Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not vent your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Sedion 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click hem.. Product Approval Accepts: i SAFE https://w/m.floridabuilding.org/prIpr app dU.a QpararrFwGEVXQwtDgttSMGywiTunPuaFIwHGK %2fQSq,M2b37K6SM %3d 3/3 tiV SO niks HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHU !ENS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 •F > 650 T RATE OF BURNING ASTM 0635 0.56 IN /MIN (C -1) SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH* ASTM 0638 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 .co 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR U IT WITH SIDELITE ® D .00 E0D SINGLE DOOR UNIT WITH =ELITE DOUBLE DOOR UNIT W/SIDEUTES El 0 W. D IL Mato ISM IN! 0 00 0 DOUBLE DOOR UNIT W /SIOEUTES DESIGN PRESSURE RATING 20.5" MAX D.L.O. 149° MAX. OVERALL FRAME WIDTH 36.375" MAX. r PANEL AGAI. 1 W /AS 37.5" MAX. FRAME WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 37.5" +70.0 -70.0 +70.0 / -70.0 +19.0 -19.0 +70.0 / -70.0 +70.0 -70.0 XX 74" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 -50.5 OX or XO 75" +50.5 / -50.5 - MAX FRAME HEOGH! 81.875" 62.675" MAX. +19.0 / -19.0 +40.0 / -40.0 ,--. OX0 r +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 ®. . , . t ® D .00 E0D SINGLE DOOR UNIT WITH =ELITE DOUBLE DOOR UNIT W/SIDEUTES El 0 W. D IL Mato ISM IN! 0 00 0 DOUBLE DOOR UNIT W /SIOEUTES • High Dam Threshold Design W i Svc KURT BALTHAZOR FLORIDA P.E. #56533 In A V) N3 3 m W pO I- W J re 0 N cv z_ ZQW EE O tL co co S1 N N C) 0 �M U.1 O U co O z V1 0 (n DATE: 2/11/05 SCALE: N.T.S. mom. Bv: SWS Cwc. Br: DRAWING NO.: DWG- MA- FL0120 -05 sN�r 1 of 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 37.5" +70.0 -70.0 +70.0 / -70.0 +19.0 -19.0 +70.0 / -70.0 +70.0 -70.0 XX 74" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 -50.5 OX or XO 75" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 -50.5 OX0 112.5" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 • High Dam Threshold Design W i Svc KURT BALTHAZOR FLORIDA P.E. #56533 In A V) N3 3 m W pO I- W J re 0 N cv z_ ZQW EE O tL co co S1 N N C) 0 �M U.1 O U co O z V1 0 (n DATE: 2/11/05 SCALE: N.T.S. mom. Bv: SWS Cwc. Br: DRAWING NO.: DWG- MA- FL0120 -05 sN�r 1 of 3 3" -1 SEE DETAIL "C" DETAIL "D" 1.375° 8° 3 3 SEE DETAIL 3, ,E, 3" 8° .11 L I _ I 6" 0 r- 6° I 6° --I �+. � v � 6" 3• 6° �' 1 I I I `°l _ InVMG GV '1L.L VI1 Jf'/INGV i _sA l /1J� s I 3" 3° SEE DETAIL -- 3" 3" -- 6" --I 1-- 3,1 #8 x 2 -1/2" #8 x 2 -1/2" INSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962 "1 DETAIL "C" TYP. OUTSWING THRESHOLD #10 x 3/4" #10 x 3/4" 1 1.75" 1.047" W a SEE DETAIL In "0" 0 °w w 8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. T HIGH DAM 0/S THRESHOLD 0.124' ANNEALED 0.090' SAFLEX RIG 0.124' ANNEALED ALUMINUM OR BUTYL SPACER DOW 832 OR EQUAL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124' TEMP. y�t MB IMIES145 TYPICAL GLAZING DETAIL, IMPACT RATED GLASS #8 X 1 -1/2" PHS DOW OR EQUAL OxVigke Rerlueifir r1imItisDa1+AM 930 T,. 71 zs r 1n m Z 0 U) rn a 0 5 a. a W U 0 v a 0 0 0 N LL w U 0] DATE 2/ 1/05 soul: N.T.S. DWG. sr: SWS CHK. BY: DRAWNG NO.: DWG- MA- FL0120 -05 SHEET 2 of 3 SEE DETAIL "C" SHT. 2 SEE DETAIL E" SHT. 2 3" >I 3" ro 0 a SEE DETAIL } "D° SHT. 2 I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1MN" t ui 3" — 6 °3 —r 1 -36" i ! 4" X 4" FULL MORTISE BUTT HINGES. t ! 1 6" 6" -I O 0 I II I — II J- O — • L 6.. t r --- • • • I t. 3°6; 6° , -- _ t g° HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.25° 0.25" MIN v " MAX SHIM I ° rsn: SHIM CL --I I_ TYPICAL WOOD BUCK ANCHOR INSTALLATION AddafdwlIONAiI CeMalmht /11_I.! , (t wig!, AIIfVL711Vi7_.. TYPICAL MASONRY 9 1t ANCHOR INSTALLATION 30 h F W J x 0 0 0 to 0 p O CO Q O N 0 U, DATE 2/ 1/05 WALE: N.T.S. DWG. BY: SINS CHI. BY: DRAWING NO.: DWG- MA- FL0120-05 SHEET 3 OF 3 \ l/ A2 A2 Al \ Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 504A 336 -945 -9695 Date: 12/29/09 Product Single Door 3'x6'8° Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG- MA- FL0120 -05 DWG- MA- FL0130 -05 DWG- MA- FL0122 -05 DWG- MA- FL0132 -05 DWG- MA- FL0124 -05 DWG- MA- FL0134 -05 DWG- MA- FL0126 -05 DWG- MA- FL0140 -05 DWG- MA- FL0128 -05 DWG- MA- FL0151 -06 DWG -MA FL0153 -06 DWG -MA FL0155-06 DWG -MA FL0156-06 DWG -MA FL0160 -07 DWG -MA FL0162 -07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16° ITW Tapcon, for masonry installation Anchor capacity In shear condition: Fastener type: *10 wood screw Side member: Douglas Fir -Larch Side member thickness: to = Side member dowel bearing strength: F. _ Minimum required penetration: Duration Factor: Allowable Design Value: Cb Z'= 1.000 in 4,650 psi 1.330 in 1.6 171 lbs/anchor DWG- MA- FL0168 -07 DWG- MA- FL0170 -07 DWG -MA FL0172 -07 DWG -MA FL0174 -07 DWG- MA- FL0175 -07 (ND5 2005,11.3) Main member: Spruce- Pine -Fir Main member thickness: t,,= 1.500 in Main member dowel bearing strength: Fe,,, = 3,350 psi Screw bending yield strength: Fy6 = 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV Fastener type: Substrate: Minimum embedment: Minimum edge distance: Tabulated shear design value: Z Minimum edge distance: Tabulated shear design value: Z Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 3/16° IT11f Tapeon Hollow block 1.25 in 1.13 in 112 lbs 2.63 in 197 lbs 2.50 in 189 lbs 189 lbs/anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 225 in 3.00 in 1.00 Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors Pressure against stops with bump threshold: 36.38 79.25 Single. Pressure away from stops: 36.38 Al, Ai 1 of 2 79.25 Design pressure: 85.0 psf Zone Area (fta) Load abs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load abs) Al 2.3 195 N/A N/A 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area, (ftZ) Load OW Ind. On) O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 10.0 851 6.00 18.00 171 5 170 OK ■` `� • • • • • f, v� G E IV Ste„cP�-, �• • • • • y TAT . OF / / /`�Q'ONA �;�*,�t\ if i i Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336- 945 -9695 Manufacturer. Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 I ,Anchor Locations: 6.00 TYP. ► 6+ 79.25 t 13.45 MAX. O.C. 6.00 79.25 18.19 36.38 Design pressure: 85.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. cabs) Qty Load (Ibs) A1 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 171 5 151 OK 6.001YP. Note: Anchor locations indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 2 �`co R 0 f/ Z �i • >ir± 5 • '* • — o :1st t. s Ai OF .<ORlt1p`;��`` • ON AL �� Uiniiit Luis R. Lomas P.E. FL No.: 62514 1R/2010 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product: I Certification No.: Certification Date: Expiration Date: Revision Date: NI005930.01 02/17/2005 04/30/2015 05/23/2011 Fiberglass Impact Rated Opaque inswing or Outawing Door w/ and w/o Impact Rated Sklelites (w/Wood Frame unless noted) us Tested To: TAS 2011202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at yvww.plamicertificrtion.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number or or Maximum Pressure Test Impact Drawing Number & Outsw , . 0 , , ue Size Pos/N Pressure Rated Comments Configuration X Single X Single XX Double XX Double Opaque 3'0" x 8'0 +70/-70 2.86 psf Yes 0/S (vague 3'0" x 8'0" +70/-70 10.5 psf Yes 1/S opaque 6'0" x 8'0" +50.5/-50.5 2.86 psf Yes 0/S t+:01 ue 6'0" x 8'0" +55/-50. XO/OX Single w/Sideiite US Opaque Door Glazed Sidelite 6'0" x 8'0" +50.5/-50.5 6.0 psf/ 8.25 psf* 2.86 psf Door-Yes Sidelite-Yes NCTL-210-3102-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3102-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-Ft-0121-05 NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3105-1 Maximum Panel Size.: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3105-1 Maximum Panel Size: 3'0" x Anchor Detail-MA-FLO121-05 XO/OX Single w/Sidelites OX0 Single w/Sidelites 0/S 1/S Opaque Door Glazed Sidelite Opaque Door Glazed Sidelites 6'0" x 8'0" +55/-50.5 9'0" x 8'0" +50.51-50.5 6.0 psf/ 8.25 psi* 2.86 psf Door-Yes Sidelite-Yes Door-Yes Sidelites-Yes NCTL-210-3105-I Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3105-1 Madman Panel Size: 3'0" x 8'0" Anchor Detail-MA-F L0121-0 NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL 5 OXO Single w/Sidelites 0/S Opaque Door Glazed Sidelites 9'0" x 8'0" +55/-50.5 6.0 psf/ 825 psf* OXXO Double w/Sidelites 1/S Opaque Doors Glazed Sidelites 124" x 8'0" +50.5/-50.5 2.86 psf OXXO 0/S Double w/Sidelites iugh Dom Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684-5124 Fax: (804) 684-5122 Opaque Doors Glazed Sidelites 12'4" x 8'0" +55/-50.5 6.0 psf/ 8.25 psi* Door-Yes Sidelites-Yes Doors-Yes Sidelites-Yes Doors-Yes Sidelites-Yes NAMI AUTHORIZED SIGNATURE: DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.uov /nera/ Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade county) reserve the right to h&ve this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reservds the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply - with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. WADE COU NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by Al- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer ", expiring on 12/11/16. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. D. E. F. G. E -1 \r L4c Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 020 &03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 (sheet t of 5) r.' I Y' 111 FOR SEP' re NOA ' I i RATING DUALS 1 1 I r l S° MAX CORNERS 2 DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 42" FRAME WIDTH t3° MAX. HEAD /SILL 0 -I O II/ ,I�I -=- 4k - - -- I I ACRIVE LEAF 11 I I / -C_4 _4— _ _ (2) ADDL ANCHORS AT 3° 0.0. AT MTG. STILE ENDS REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SURFACE APPLIED FALSE MUNTINS MAY BE USED 1.1 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLES TO SINGLE (X) AND DOUBLE (xx) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI —DADE COUNTY APPROVED MULUON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STE L/METAAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATER SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4° D.L OPG. 39 1/8° LEAF WIDTH 78 3/4° FRAME WIDTH 13° MAX. HEAD/SILL SEE SEPARATE NOA FOR SIDEUTE RATING AND DETAILS MW9 -DADE COUNTY APPROVED SEE SEPARATE NOA TYPICAL ELEVATIONS II li � / 11 / L_ =-rra \ R \ u11 ___ 1r -- IL IN—^4rIVE `\ LEAF 5° MAX HEAD /SILL CORNERS \ f \ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. VIIINPUMmioists :WO '.020 03. ;;;;;;41igii7 CIVI. FLA PE [ 70592 CAN: u\ 0 a LL 4 h t MI m g$ 143 r• 0 0 00 I drawing no. W04 -01 A DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/8 8/B 75.0 85.0 3/0 6/8 760 854 3/6 7/0 75.0 85.0 2/8 1/ LEAF 75.0 85.0 3/0 7/0 75.0 85.0 3/6 8063 -T8 76.0 85.0 2/8 INSTALLATIONS WHERE WATER INFILTRATION 75.0 85.0 3/0 8/0 75.0 85.0 3/8 8083 -T8 75.0 884 DOORS APPROVED FOR WSTAUATIONS W INFILTRATION RESISTANCE LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PRATE 1 -1/4" X 1/4" X 16 -1/4° LONG ATTACHED WITH (2) #8 X 3/4° SMS HINGES SINGLE DOORS; TWO - HANDED COMB KING EXTRUDED ALUMINUM BRIDGE 2 BY 'OIESSE' (5) PER LEAF AT 6 ", 12", 35 °, 63 -1/2° AND 92 -1/2° FROM TOP OF DOOR { 1< DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. ( -) 2/6 8/B 100.0 140.0 3/0 8/8 100.0 140.0 3/3 7/0 100.0 140.0 2/6 1/ LEAF 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8063 -T8 100.0 140.0 2/8 INSTALLATIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 100.0 140.0 3/3 8083 -T8 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1 -1/2° SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4° X 1/4° X 16 -1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS JIINGES SINGLE DOORS; TWO- HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY OESSE AT (7) 3", 9"ANANDA23 8 -/ DOORS TOP AND BOTTOM, ONE AT MIOSPAN (6) PER LEAF AT 6/8 DOORS AT 3 ", 9" AND 26 -3/8° FROM TOP AND BOTTOM ( I DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE MSS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. ( -) 5/0 8/B 75.0 75.0 8/4 2 75.0 75.0 5/0 7/0 75.0 75.0 8/4 1/ LEAF 75.0 75.0 5/0 8/1 75.0 75.0 8/4 8063 -T8 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TRIM # PART #- REDO. DESCRIPTION MATERIAL, MANE. /SOPPIIEH/REMARES 1 EROO8 AS MOD. DOOR FRAME 6083 -T8 - 2 ER012 AS RECD. DOOR LEAF 8063 -TB - 3 V21588 1/ LEAF DOOR BASE BOARD 8083 -TB - 4 VZ -1483 1/ DOOR FRAME SUl 8063 -T8 - 5 - I/ DOOR SU . BASE 8063 -T8 - 6 VZ -1481 AS REM. ASTRAGAL STILE 8083 -T8 - 7 VZ -1535 4/ LEAF GLAZING BEAD 6083 -T8 - 8 2801 AS REDO. GLAZING GASKET SPEW OUROMETER 7506 SHORE A 9i�j+ 10 1001/50 I/ CORNER CORNER KEY ALUMINUM MONTICELLO "`� 11 008002 4/ LEAF HINGES ALUMINUM 0055E 12 #10 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REDO. BULB W'STRIPPINO - - 14 #10 x 2° AS REDD. ASSEMBLY SCREWS - HH SELF DRIJNG 15 #12 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOUBLE DOORS; ACTIVE LEAF; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #8 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02188 ATTACHED WITH (4) #8 X 1 -1/2" SMS. HINGES DOUBLE DOORS; TWO- HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 8 ". 12°, 35 °. 83 -1/2° AND 92 -1/2° FROM TOP OF' DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/18° HEAT STREN'O GLASS .090" INTER AYER BUTACITE PM BY ' DUPONT' 3/18° HEAT STREN'D GLASS SILICONE GE SCS 2800 BILGHAZE I 3/18° HEAT STREN'O GLASS .100° INTERIAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 2800 SIL.OLAZE I GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS q.,,iyrelaii roo3 171111 p / NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 EnW'T' FLA. PE 1151982 C.A.N. fa 8 n i B Z W LIJ W O'•, nEo 0 B I 0 3 3 o' I iF 4 drawing no. W04 -01 sheet 2 of 5 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. ACCESS HOLES WITH PLUGS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Pura In KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMC_ OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (GRADE 2 CRS) MULLIONS TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. • CONCRETE AT HEAD, SILL OR JAMBS f'a = 3000 PSI MIN. C —SO HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Eipn1JApp� AIIMAD 'C.A.N.3538' 82 TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W04 -01 sheet 3 of 5 1/4" MAX. SHIM SPACE 1/4° MAX. SHIM • (2) 18 X 3/4' TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE DOOR MM—DARE COUNTY APPROVED MULLION SEE SEPARATE NOA EXTERIOR ELL. OPG. D.LO. (2) /S X 3/4" LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W04 -01 (sheet 4of 5 3.937 1.815 DOOR FRAME 3.873 2.819 1.024 2.047 DOOR LEAF 1.772 --1 FRAME TOP CORNER 3.177 2.921 DOOR BASE BOARD 1.417 .571 �..;I( T - 1.772 —.1 FRAME SILL 1.784 1.906 FRAME BOTTOM CORNER .744 /a9P=IYV'w8® w*I I . F i It Mb sr to Ay .591 LEAF CORNERS ASTRAGAL STILE 000 1.000 .846 SILL BASE .050 1.018 1.201 GLAZING BEAD drawing no. W04 -01 sheet 5 of 5 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16' -2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and .shall be.available for inspection at the job site at the request of the Building- Offieial. This NOA revises NOA # 11- 0414.13 and consists of this page 1 and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ APPROVED NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 Page 1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS "Submitted under NOA # 11- 0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202 -94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI -07 -4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per FBC, TAS 203 -94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No HETI -11 -3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8 -08 of "Sectional Residential Door (skin) ", prepared by Hurricane Engineering & Testing Inc, Report No. HETI- 11 -T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & • Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/2003, signed and sealed by Rafael E. Droz -Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329, dated 07/15/2003 signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03 -T078, dated 10/31/2003, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA # 03=0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09- 0128.01" 2. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al- Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E. E -2 iferi 0 2L�417. C : rlos . Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 • 13' -3" 3 SECTIONS 18" 8 SECTIONS 21" 8' -B' 4 SECTIONS 18° 2 SECTIONS 21' 2 SECTIONS 18' 3 SECTIONS 21' 7 -1/2° X 3° X .071° CAL V. STEEL END ROLLER HINGE W/ (8) #14 X 8 /B° EMS 7 -1/2° X 2-1/4" X 18 GA GALV. STEEl. =RR HINGE W/ (4) #14 X 5/8° SMS PUSH NUT TOP FIXTURE 5-1/2° X 2 -3/4° X 0.1" STEEL PLATE WITH ONE 5 /18-18 Ms W/ NUT FASTENED TO END STILE WITH CO #14 X 3/4" SELF DRILLING SCREWS SSE SHEET 4 FOR TOP BRACKET OPTIONS STILES CENTER SEE SCH. 'A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE r--A twu N J J 1 °WX.15THK. LATCH SPRING LOADED SLIDE BOLT LOCK (80TH SIDES) FASTENED W/ (4) #14 x 1/2° S.M.S. 5 MIN. LOCK ENGAGEMENT CONFORMS TO 1012 REGARDING GARAGE DOORS 158 DIA trAILAMFLi,... MIN. 8 Arrai2fW 7° X3 "X 0.1° (4) STEEL PLATE WITH S DRILLING X 3 4° BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS OF TOTAL @ OF 'U' BAITS AT EACH DOOR 8' -B' 2 SECTIONS 18" 2 SECTIONS 21' 8-B 7' 1 SECTION 18 3 SECTIONS 21' 7' -3' 4 SECTIONS 21" 7-B' 5 SECTIONS 18° 7-8° Y 4 SECTIONS 18' 1 SECTION 21" 8' -3° 3 SEC 18' 2 SECTIONS 21 3 8' -8' 1 SECTION 18' 4 SECTIONS 21' 8'-B° 8 SECTIONS 21' B' B SECTIONS 18° 8' -3° B SECEDES 1B' 1 SECTION 21' B. -B' 3 SECTIOIS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18° 4 SECTIONS 21' 10•-3° 10' -8° 1 SECTION 18° 8 SECTIONS at° 4 8 SECTIONS 21' 10' -8° 8 SECTIONS 18' 1 SECTION 21' 11' 8 SECTIONS 18' 2 SECTIONS 21" 11' -3° 4 SECTIONS 18' 3 SECTIONS 21' 11'-8" 11'-8• 3 SECTIONS 18' 2 SECTIONS 18' 12' 12' -3' 1 SECTIONS 18' 4 SECTIONS 21" 8 SECTIONS 21' 8 SECTIONS 21° 7 SECTIONS 21' 12'-8° 8 SECTIONS 18' 2 SECTIONS 21' 12'-B' B SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21• 13' -e' 2 SECTIONS 18" 8 SECTIONS 21° 13' -8' 14' 1 SECTION 18° 7 SECTIONS 21' 8 SECTIONS 11" 14' -3' 14•-B° 14' -B' 8 SECTIONS 18' 5 SECTIONS T8' 4 SECTIONS 18' 3 SECTIONS 21' 4 SECTIONS 21' S SECTIONS 21' 18' 3 SECTIONS 18 8 SECTIONS 21 15 -3" 2 SECTIONS 18' 7 SECTIONS 21' 18' -8' 15,-B" 1 SECTION 18' B SECTIONS 21' B SECTIONS 21' I S. 8 SECTIONS 18' 4 SECTIONS 21° BRACKET LOW HEADROOM DOOR OPTION N 7 -7/8° X 3-1/8° X .010° STEEL TE WITH (4)x#14 X 3/4° SOS CENTER STILE OUTSIDE HANDLE END STILE OPTIONAL VENTS (3) 5° WIDE AT 7° O.C. MAX. G. AREA NOT 10 EXCEED 120 S0. IN. LOCK OAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5 /8° SINS 18T X .8W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OPTIONAL OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALL TO LOCKS SHOWN ABOVE REFER TO SHEET 2 FOR U -BAR PLACEMENT OPTIONAL FLUSH FACE WOOD GRAIN DESIGN L MAX. DOOR WIDTH TI'-2° INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I NF* III j!Ull�lliiIJ 12-0° TO 13' -10' DOOR CENTER SN.E8 CONFIGURATION DOOR WIDTHS 8' -0° TO 8' -10' 18-0° TO 11' -10° 12'-0° 10 13' -10° 14'-0° TO 18' -lO° 18' -11' TO 18. -2° 111E11 lilt ♦i OF CENTER SRLE5 2 2 3 4 S 1111011 14'-0° TO 15' -10° DOOR WIDTHS DAB DOORS INC Hurricane Master® Model 824/811 Max. Size 16' -2° X 18' -0° High With Window Lite Option DESIGN PRESSURE RATING ® + 48.0 PSF - 52.0 PSF GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VOACIY HURRICANE ZONE 2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE OETMS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE:IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. li �l IIII IFII I! Il�ll Dill 15 -11° TO 18-2° DOOR WIDTHS Ear le (AHFMD'. CAN.1r -.ow complying wtthairlilartste Wang code No t$ IBYgrhetlea 7 ay Word (tSgi 2 if Q N. o b r" 8 b R 1? I O W L I 8 5 drawing no. 98 -05 sheet 1 of 6 I 4 1UIRI•I1.I 8CE1N 3 I. 111 EMI MCI -1 -I -1 --N -M SCEf10N 2 SCEION 1 4 SECTION DOOR HEIGHT RO u 10 r-o' SC0110$ 4 =EON 3 51EtroN 2 MIN OM I MEM IN MUN.I -ice 5 SECTION DOOR HEISIT RANCE 77'- TO 8' -0' (3) 11-84811 500108 8 S0Er108 4 500110$ 8 $01108 4 SCE110N 3 �M.ER __ •11I111i1M�I 9CEIION 2 - NN.MEM� 6 SECTION DOOR HEIGHT ram 9'-0° TO 0'-3' (4) 8-8819 $110105 7 13021204 8 =ETON 5 SOE lON 4 „-N..- !II MI MIME da •1111111M i-I.I -I1111� I�MI•1M�M SCE1TON 2 SCEITON 1 NU.. -1 MtU.. 7 SECTION DOOR HEIGHT RANGE 10'-9' TO 12'-3' (8) 11 -.8915 93011@1 3 8CET102 2 IMIEN Mt MI - MI -1 -M EMU 5 SECTION DOOR HEMP FLANGE 8,-r TO 8'-8• (4) G -8916 SCONN 8 SCEIISN S BCEIION 4 S0En0N 3 8001101 2 =MN .111M111 8 SECTION DOOR MOT X10' -8' 913;11001 8 5001101 8 MBE,..__ manza 18_! MINI 1 X14 .rL1-"-?- 800005_3 �M1111.11M� scE50N 2 .111 111111 � I.11I1MCI 800805 1 8 SECTION 0008 HEIGHT MOE 12'-HT 10 Is-3' 80008 9 5CEC0N 8 MIME_ 80]005.7 ^ ,_. MIME Min OM I1.11.1 -M- StIN 0 $001105 8 10F710N 4 SCIPTON 3 800(105 2 SOESOI I 1•11111111 .2_81:028.1g1128 HECIR MBE 4'-3° TO 15' -8' (8) 0..8988 WE110N 10 80EIION 9 MET= 8 8001521 7 800504 8 80131041 8 8CEC0N 4 800HON 3 SCUM 2 12...5=21112Q8 HEIGHT RANGE 112-0' (8) 0-8816 SCERON 0 80005 7 8001815 8 =EON 8 8CE1101 4 8CE710H 3 ME MIMI aMINMIMI �I. SGEMN MIEN 8 SECTION DOOR HEIGHT RANC 13, -9' TO 141-0• (4) U -8916 ,Engn 3184112 338240 C. N 70892 eGm2�hNwhitihe ksitTs 41k!.//2", !J /r., ,S0p1perna9N°_ u. drawing no. 98 -05 (sheet 2 of 8 I" • 24 DA STEEL PANEL- FLAPS BENT OVER PANEL Z 1/2° PUNCHED HOLES ® 4" O.C. 18 CA. X 2-1/4" X F3/ /4F ""XC 2° GALV. TTOM OF U.BAR TRUSS IFGASfENED TO VERTICAL INTERMEDIATE STILES W/ WAD W/ FOUR #14 X 3/4" SELF DRILLING S. 15 GA. X 2-1/4' X 3/4° X 2° OAIV. STEEL U BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 8/8" SM.S. AND TO END STILE W/ FOUR # 14 X 3/4° SELF DRILLING SCR. USE REINFORCING '14" BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS - - -3 0. 1 /2° X 1 -3/4" X 18 GA. OPEN TIME 0 TOP & BOTTOM OF EACH PANEL 3/18° POP RIVETS! AT 4' 0.C. (8) FOR 21" STILES (8) FOR 18° STILES BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1° SM.9. 0 48° 0.0. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 8/18° X I -8/8° LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.58 S.G. INTERMEDIATE SECTIO J_S REINFORCING #14 X 5 /8° 5145 8 PER H 1/2" X 1 -3/4° X .088" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/18" POP RIVETS 1 -7 8° X 2 -5/8° X .049° STEEL STILE. GLUED TO PANEL IL 4 14 X 5/8" /4QNGE 8.M.8. 18 OA X2 -1/4 °X34° X 2° GALV. STEEL U.BAR MFMRCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE S1T ES W/ TWO # 14 X 5 /8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4° SRS DRILLING SCR. TOP SECTION 3/4° X 2" X 2 -1/2" X .049" STEEL STILE, CONNECT 70 PANELS WITH FLAPS AND (8)__OR (6)) 3/18° ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE END STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE" INSTALLED IN 9/18° DI. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL POP RIVETS 1.9" X 2.19° X 3.3" X .090° STEEL TRACK BRISKETS ETS SEE SHEET 3 FOR SPACING 3`8° POWER —BOLT BY 'POWERS' 2 MIN. EMBED INTO CONC. 2" MN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING '.. 14 GA. X 2 -1/8° X 1" (STAN �) 12 OA. X 3-5/18°X 1 -1/2 (OPTIONAL) FASTENED TO TRAGIC PLATES WI 1 4-20 X 5/8° TRUSS HD. M.S. & LOCK NUT 7 -1/2° X .050° V. STEEL CENTER HINGE 7/8' PUSHNUT [WALLED ON ROLLER SHAFT INTERIOR SIDE SECTION B -8 7 -1/2" X .071° END ROLLER HINGE 1/4-20 SS BOLT & NUT 1.82° DIA. X .50° STEEL ROLLERS (STD. 1.82° DIA. X .50" PLASTIC ROLLERS (0 2.75" DIAL X .50" STEEL ROLLERS (OPTIONAL; WITH 4-1/4° STEM PAl7flOCFIMMO et viontyks withdnRor6M Wang Code Esweation Atavism No **Ma OF POP RIVETS 2° 2 -3/4° X 5-1/2° X 3° X .104° 5 /I8" X 1 -8/8' LAG SCREWS INTO WAD OR ��. SUPPORT, 2 X 2 X 1/8° H1{P�RIZ. ANGLE SPOT WELDED TO HORS. TRACK V ` A I CALK STEEL TOP BOLTER BRACKET FASTENED 8/ (6) / 14 X 5/8" S.MS.' 5/18° SLEEVE ANCHORS WITH 1 -1/4' EMBED INTO MASONRY 3 PER BRACKET 2- 1/2'X4 -1/4° X 13 GA STEEL PLATES QED TO 1 -1/2" X 1 -1/2° X 14 GA. ANGLE WITH (4) 1/4-20 SS. BOLT & NUTS , ,'t`' ICIrHCR¢, ∎Alw CENTER SUPPORT READ. ON DOORS IX�jEEDINO 8 Ff. IN HEIGHT WITH TWO WELDS AT 1- 12'SAPO CONNECTED TO FLAG BRACKET �8ANGGLE __�� I, .090 THK. ONLY. STEEL. ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/18-18 X 3/4" HEX HEAD M. & KM TOP BRACKET H A 1 Q •� W/ 3 8-18 X 3/4 °TAT & NUT AND TO G SHAFT GUIDE WITH (2) 1/4-20 X 8/B° BOLT & NUT - A + -� TRACK LENGTH = OPENING HEIGHT 12° 2 I' LLG a ei O pAp Q' & �I Pf Vy8 g Q n . (STANDARD) TOP BRACKET , (OF'HONAL} LOW HEADROOM DQOH HORIZONTAL REINFORCEMENT i� II, /14 00. GALV. =EL TRACK 2 -1/8° X 1' X .080° SECTION A —A �• 1 /2" X 1 -3/4° X .058° FORMED STEEL STIES WITH (2) GLUED TO PANEL AND FASTENED TO VERTICAL ICAL POP RIVETS 2° % 8-1/2° X .104° FASTENED W/ T4) 14 X 5�8' S FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1 /2• X 1 -3/4" X .058" FORMED STET,. GLUED TO PANEL AND FASTENED TO VERTICAL SOLES WITH (2) 3/18° POP RIVETS 8/18' MEETING RIB 0 N, 1.82" DA. X .80° STEEL ROLLERS !p W/ .44 DIA X 6° STEM 0 J OPTIONAL INSULATIONS: PP 'DYNAST PRODUCTS LW F,. A. g ffi y q • m pj DOOR HEIGHT •SECTION HEIGHTS BRACKET PLACEMENT'" 1ST 2ND 3RD 4TH 5TH 131 132 83 B4 85 BE 87 B8 8' -0° 18" 18" 18" 16° N/A 1° 11 -5/4° 23° 34° 45° SB° 87° t I• 6' -6° 21° 18" 18° 21" N/A 1° 11 -3/4" 23° 34° 45' 58° 87° �_ t,] a �J ? y'I 0 03 C� I Q z `� g tV ffi 7' -0° 21° 21. 21" 21° N/A 1° 11 -3/4° 23° 34° 45" 55° 87° 7' -6" 18° 18° 18" 18" 18° 1 " 11 -3/4° 23° 34" 45° 58" 87° 78 -1/4° 8'-0" 21° 18° 18° 18° 21" 1° 11 -3/4° 23° 34" 45" 58° 87° 78 -1/4" , *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10° D.C. - ' 0 ;; ;iii N g d I EPS-EXPANDED LYSTTRENE DENSITY w 1.05 PCF N.O.A. #07-1107.08 1 X % 38 AtGO° i1t .'I / _ �I I STEEL TRACK 2-3/18" 00-3 1CIED TO TRACK WITH ) 1/4° BOLTS & NUTS. IOR l =116 CwA j ISO -28 POLY- ISOCYANURATE DENSITY = 2.0 1.1 OR N.O.A. #07-0301.10 'INRUI 1 ,11 �� "HI it p�yy FORM LLD'• DENSRY = 0.92 POP NAA 107- 1016.07 • �.(j /'1 ` J �_I % / f •11 d /O` : 14 GA. GALV. STEEL ROLLER e) HINGES 4 5/ 2 �� 1I� 2, $ LFT HIGH LIFT DRAWING4 °QUAUTYW STEEL PANEL 1 MIN. YIELD STRENGTH = 39 KSI POLYSTER PRIMER AND BAIP:D- COAT POLYSTRI PAINTED TOP COAT TRACK MIE MAIL N APPLIED TO BOTH SIDES OF STEEL. n _ l N 5, a2aI tl.-.- d d.4 ^3 SAL STANDARD LIFT LOW HEADROOM 12 OA. CALK STEEL DOUBLE TRACK Vi/ 8/T(4) # 1I1R14 N /84ylE S AVAILABLE K OPTIONS o....0. r i i •-- .•- t .D E -••- a, -. SEAL . AMLUM PLATE D WITH , /8° X ,• S.M.S. ®48• D.C. Elan' AVM/ Anew • '. • FtA. PE` i' 7 92 . ca 3 B9, ' ,• lo?A. PStODUCTRIMEIED escomply4t9 EletIda %i •� V ,,, ,- WOO AND RUBBER WEATHERSTRIPPING SECTION A —A SEE SHEET 2 FOR LOCATION OF' REINFORCING TRUSSES drawing no. 98-05 ....... .... ..... ..... `. sheet 4 of 6 1 -1/2° MW. a > :� DIST. �n � IN. /4' DIA. LAG SCREWS AT 8° FROM ENDS AND 11° O.C. MAX. -'I WOOD BUCK CONNEC110N TO WOOD BSTRATE WOOD FRAME BUILDING STUD WALLS OR DOOR OPENNG (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. DECREER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD .1BURR WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOC( WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12' 0.0. INTO BLOCK WALL. WITH 2-1/4' MIN. EMBED 9' O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4° MTN. EMBED 2 -1/2° MOT. EDGE DISTANCE 1/4° TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO BLOCK WALL, WITH 1-1/2° MIN. EMBED 9° O.C. INTO 3000 PSI CONCRETE, MTH 1 -3/4° MW. EMBED 3° MIN. EDGE DISTANCE 3/8° CONFLEX BY 'ELCO' OR 3/8° LDT BY 'TIW' WITH SPACING OF 21° O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2° MIN. EMBED 3° MN. EDGE DISTANCE 3/8° F8C SLEEVE BY 'HILTm' WITH SPACING OF 10° 0.0. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 11° 0.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4' MW. EMBED AND 2 -1/2° MN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 8 BARS EXTENDING INTO FOOTING AND INTO TE BEAMS ALL BARS WALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 1/4' DIN. LAG SCREWS AT 8° FROM ENDS AND 11' O.C. MAX. 5/18' X i-8 ° TAG AT 11° O.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 18° DIA. BOLTS WASHER & NUT AT 12" 0.0. MAX. 1 -1/2' 1 -1 4 °" X 2 1/2'X 14 GA 12 GA BALV. STEM. ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8° FLO SLEEVE BY 'HEN CONC 1 -1/4° 8° 2° 3/8" TLC SLEEVE BY 'im.TI' FILLED BLOCK 1-1/4° 8° 4° 3/8" DYNABOLT BY WV/ CONC. 1 -1 JJ22"" 8° 3' 1/2' DYNABOLT BY 'ITW' FILLED BLOCK 1 -7/8" 8" 4' 3/B" POWER -BOLT BY 'POWERS' CONC. 2" 8° 2' 3/8" SLEEVE -ALL BY 'STEPSONS' CON 1 -1 2" 8" CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Pm a 2000 PSI MW. FLAT BRACKETS *3° LONG AT 12° 0.0. IN DOOR OPNG. AT 18° O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE WI (3) SPOT WELDS AT EACH SIDE 2 -1/8° X 1" X 14 GA. GAL V. STEEL TRACK FASTENED 10 TRACK JLATES SLOT(TED I//M.S. &ES g LOCK NUT HD. ALTERNATE TRACK INSTALLATION B iGB pTgiLe. A bb t 'if',61 ii ,vr1'eYG %15 y Pi El81 nth ;Boa i drawing no.' 98 -05 (sheet 5 of 6 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/18° DIA. WASHER * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE OPTIONAL WINDOW LITES IN ANY LOCATION 88 X 3/4° SMS • 3/88' FROM ENDS AND r 0.0. MAX. 21 3/4" MAX. (4) #8 X 3/4° SMS ® 1-3/13° FROM ENDS AND 8 -1/2" O.C. MAX. 178 X .062 DEEP GROOVE 176 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1/4° POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS I I j / NOA #08-308.02. o illi RI ;ili i�i i:i 178 X .082 DEEP GROOVE (4) #8 X 3/4° SMS 0 1 -3/8° FROM ENDS AND 8 -1/2" 0.0. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS S 3/8° FROM ENDS AND 4-1/2° 0.C. MAX. O #8 X 3/4° SMS 0 3/8 FROM ENDS AND r 0.0. MAX. 7/18" D1A. WASHER DOOR PANEL. 24 CA. (.024) STEEL MIN. DOOR PANEL 24 GA. (.024) STEEL MW. PRODUCEREWSED se **Wag with eede F&ride Oultding AeelgleaoeNo kW monism g drawing no. 98 -05 (sheet 6 of 6 )